Loading...
HomeMy WebLinkAboutSP-206-PODIUM-PLAN---AREA-E-Rev.19 10 11 12 16 L K J H 14 13.9 14.1 8 M 26#626#626#525#526#626 #628 #628 #628 #6 12 #7B18 #818 #8 26 #5 26 #6 28 #6 28 #6 26 #6 3 #6 27 #727 #7 18 #818 #8B 27 #68 #7 25#5 8 #7 B101B101B1018 #7 10 #7(4) 12 #7B 14 #7 21 #7 12 #7B 12 #7B 27 #6 27 #6 12 #7B 8 #7B 15#626#624#526#524#627#724#614#714#724#612#612#612#627#727#727#726#626#65#7B26#626#515#615#615#615#6/MATCHLINE 1 SP-106 /MATCHLINE 1 SP-106 /MATCHLINE 1 SP-104 MATCHLINE /MATCHLINE 1 SP-202 /MATCHLINE 1 SP-107 /MATCHLINE 1 SP-104 MATCHLINE MATCHLINE MATCHLINE /MATCHLINE 1 SP-203 MATCHLINE /MATCHLINE 1 SP-202 /MATCHLINE 1 SP-204 MATCHLINE /MATCHLINE 1 SP-203 /MATCHLINE1SP-207MATCHLINE25#727#727#727#724#612#7B12#7B15#615#615#615#615#626#626#626#626#626#626#426#626#626#626#524#624#625#727#727#727#726#512#7B12#7B12#7B12#7B25#724#726#610#7B10#7B10#7B7#7B24 #727 #727 #7 10 #7B18 #818 #8 27 #6 27 #727 #7 24 #7 18 #818 #8 27 #6 21 #721 #7 10 #7B18 #812 #8 27 #6 12 #512 #5 12 #5 12 #5 26 #628 #626 #5 26 #5 28 #6 26 #5 (5)(1)25#71 SP-402 (TYP.) 5#7B 5#7B10 #7B 5#7B10 #7B 5#7B28 #6 5#7B10 #7B10 #7B 5#7B5 #7B 5#7B10 #7B 5#7B10 #7B 5#7B5#7B 5#7B10 #7B 5#7B10 #7B 5#7B(TYP.)10#7B27#710#712 #5 27 #6 26 #5 (5)12 #5 (4) 12 #5 21 #7 21 #7(4)10#528 #6 28 #6(4) 5 #7B 24 #7 27 #7B(4)10#628 #6 28 #6(4) 5 #7B 26 #510#628 #6 28 #6(4) 26 #5 K.6 N 13 21' - 3"28' - 3"28' - 3"19' - 6"29' - 4 1/2"28' - 3" 2' - 3" 27' - 1 1/2"28' - 3" 1' - 1 1/2"1' - 1 1/2" 15 22#724 #7 20 #6 24#68 #7B 24 #5 26 #510#714#62'-0"20'-31/2"7'-81/2"1' - 0" 10' - 6"9' - 3 1/4"7' - 5 3/4"22#7CS MS CS MS CS MS CS MS C.S.2' - 3"C.S.MS CS MS CSCSMSCSMSB101B101B101B101B104B104B104B104B104B104B10423'-0"2'-0"12#7B28 #6 8#7B5 #7B 5#7B27 #6 5 #7B 5#7B28 #6 12#7B8#7B5#7B5#7B26 #5 27 #7 27 #7 (4)25#78#7B12 #7B 26#65 #7B 5#7B12 #7B 26#65 #7B 5#7B12#625#725#727#727 #727 #727 #7 5 #7B 28 #6 12#7B28 #6 12#7B28 #6 12#7B5 #7B5#7B5 #7B5#7B12#626 #6 10#7B24 #7 24#710 #7B 26#626 #6 10#7B5 #7B 5#7B24 #7 27#710 #7B 26#626 #6 10#7B5 #7B 12#7B24 #7 27#727#727#710 #7B 26#68#7B27#78#7B12 #7B 5#7B8#7B12#7B8#7B8 #7B 26 #6 10#7B24 #7 24#726 #6 10#7B25 #5 24 #7 24#7B104B101B101 B10121 #7 24#621 #7 7' - 0"5' - 3"5' - 3"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 4"7' - 0"7' - 0"6' - 9"6' - 7"7' - 0"7' - 0"7' - 0" 21' - 3"28' - 3"28' - 3"19' - 6"29' - 4 1/2"28' - 3" 1' - 1 1/2"1' - 1 1/2" 27' - 1 1/2" (4) (3) 1 SP-402 3 SP-402 2 SP-403 1 SP-403 (7)(4)(5)(5)12 #5 12 #5(6)(5)(6)(5)12 #5 24#6(5)(6)(5)(1)(5)(5)26#5(5)(5)(3)(3)(5)(5)(1)(5)(5)2' - 6"2'-0"(SIM.) 201 (4) (4) (4)24 #7 (4)16 #7 10#7B12#6(5) 16 #7 10 #7B26#624 #7 27 #7B(4)10#624 #7 27 #7B(4) (3) (3)(3) (3) (3) (3) 9 #6 (4) 2' - 3"14'-0"30'-0"30'-0"30'-0"30'-0"202 (TYP.)(5)(6)(4)B104C.S.M.S.C.S.M.S.C.S.M.S.C.S.M.S.7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"1 SP-402 (TYP.) 9 SP-603 9 SP-603 9 SP-603 B104 B1042'-0"4'-0"2'-0"2'-0"- ---2'-0"20'-31/2"6'-31/4"1'-51/4"7' - 0"8'-03/4"7' - 6" 2' - 0" CS INDICATES TWO-WAY SLAB COLUMN STRIP. REFER TO TYPICAL SLAB DIAGRAMS ON SP-601. MS INDICATES TWO-WAY SLAB MIDDLE STRIP. REFER TO TYPICAL SLAB DIAGRAMS ON SP-601. SLAB POUR STRIP. REFER TO TYPICAL POUR STRIP DETAIL AND NOTES ON SP-502. DIRECTION OF SLAB REINFORCING. BARS NOTED WITH A "B" ARE BOTTOM BARS PLACED IN ADDITION TO TYPICAL BOTTOM MAT REINFORCING. OTHER BARS TO BE PLACED IN THE TOP MAT U.N.O. LEGEND: NOTE: SEE SHEET SP-201 FOR AREA WELL INFORMATION 4454 Idea Center Blvd Dayton, OH 45430-1500 937.461.5660 Fax: 937.461.0743 Proj. No.: Date: Revisions: Sheet Name: REV DESCRIPTION DATE 02/22/18 BIM360://74904-Proscenium-R18/74904Podium-STRR18.rvt6/29/20189:04:00AMTheProsceniumDevelopmentGarageCarmelDevelopmentII,LLC.IntersectionofCarmelDr.andRangeLineRd.Carmel,Indiana4603202/22/18 - GARAGE PERMIT 074904 PODIUM PLAN - AREA E SP-206 SCALE : 1/8" = 1'-0"1 PODIUM PLAN - AREA E KEYNOTES 201 TYPICAL PERIMETER BEAM.SEE BEAM SCHEDULE FOR BEAM WIDTH, DEPTH AND REINFORCING REQUIREMENTS. REFERENCE S-601 FOR BAR LENGTHS AND PLACEMENT. 202 DROP BOTTOM OF SLAB AND DROP PANELS 12" FOR A 24" TOTAL THICKNESS. PROVIDE 10'-0" X 10'-0" WIDE DROP PANELS AT EACH COLUMN UNLESS NOTED OTHERWISE. SLAB REINFORCING NOTES: (1)ADD 9 #7 TOP BARS EQUALLY SPACED WITHIN 7'-0" WIDTH CENTERED ON COLUMN. (2)PLACE ADDITIONAL BOTTOM COLUMN STRIP BARS IN BOTTOM OF DROP, EQUALLY SPACED. (3)ADD 6 #7 LONG TOP BARS EQUALLY SPACED WITHIN A 4'-0" WIDTH CENTERED ON COLUMN. (4) EXTEND EVERY OTHER TOP BAR AND PROVIDE CLASS 'B' LAP AT MIDSPAN. (5)EXTEND ALL BARS AS REQUIRED AND PROVIDE CLASS "B" LAP AT MIDSPAN. (6)ADD (5) #7 TOP BARS EQUALLY SPACED WITHIN A 7'-6" WIDTH CENTERED ON COLUMN. DRAWING NOTES: [1]REFER TO SP-001 FOR GENERAL NOTES. [2]REFER TO SP-300 SERIES DRAWINGS FOR FOUNDATION AND WALL DETAILS [3]REFER TO SP-700 SERIES FOR FRAMING SECTIONS AND DETAILS. [4]REFER TO SP-500 SERIES DRAWINGS FOR TYPICAL DETAILS [5]REFER TO SP-601 FOR BEAM AND SLAB DIAGRAMS. [6]REFER TO SP-701 FOR TYPICAL COLUMN DETAILS AND BAR ARRANGEMENTS. PLAN NOTES: [1]TOP OF SLAB REFERENCE ELEVATION = 846'-8", UNLESS OTHERWISE NOTED. SLOPE FOR DRAINAGE WHERE REQUIRED. [2]TYPICAL SLAB: 12" THICK TWO-WAY FLAT SLAB PLUS 12" THICK 10'-0"x10'-0" DROP PANELS AT TOP OF EACH COLMN UNLESS NOTED OTHERWISE. [3] PROVIDE CONTINUOUS BOTTOM REINFORCING MAT OF #7 AT 16" O.C. IN EACH DIRECTION. [4] SLAB AND BEAM REINFORCING WITHIN LOADING ZONE "A-A" SHALL BE EPOXY COATED. SEE SHEET SP-209 FOR LIMITS. NORTH KEY PLAN A E F B C NORTH D 0 Issued For Garage Permit 02/22/18 1 Issued For General Revision 05/08/18 1 1 1